PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/30/06 EST. NO.06 TIME 11:56 AM R.E. NAME: KHAZENI, EZAM 07-103264 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 004 0001 60,000.00 A.C. @ L.S.(+) 082406 N 0001 0 60,000.00 TOTAL THIS ESTIMATE 304,273.67 TOTAL PREVIOUS ESTIMATE 364,273.67 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/30/06 EST. NO.06 TIME 11:56 AM R.E. NAME: KHAZENI, EZAM 07-103264 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MOBILIZATION ADJUSTM -348,500.00 06 -348,500.00 -348,500.00 OTHER OUTSTANDING DOCUMENTS DB/WBE -10,000.00 02 DB/WBE 10,000.00 03 0.00 0.00 TOTAL DEDUCTIONS -348,500.00 -348,500.00 PROGRAM CAS145 PAGE 1 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-103264 TIME 11:56 AM ESTIMATE NO. 06 BID OPENING 05/19/94 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/00 R.E. NAME: KHAZENI, EZAM DATE OF THIS ESTIMATE 08/30/06 LOCATION RERUN FINAL ESTIMATE 07-LA-1-46.8/47.1 -------------------- M C M CONSTRUCTION INC IN LOS ANGELES COUNTY IN MALIBU P O BOX 620 FROM CROSS CREEK ROAD TO SERRA ROAD NORTH HIGHLANDS CA 95660 FED. AID NO. BRNH-P001(314) REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE LF 6.0000 10,260.00 0.000 0.00 02 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.000 0.00 S) 03 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 04 TEMPORARY RAILING (TYPE K) LF 14.0000 63,840.00 0.000 0.00 05 TEMPORARY CRASH CUSHION MODULE EA 200.0000 9,600.00 0.000 0.00 06 REMOVE TRAFFIC STRIPE AND PAVEMENT LF 0.5000 7,750.00 0.000 0.00 MARKING 07 REMOVE PAVEMENT MARKER EA 1.0000 610.00 0.000 0.00 08 REMOVE ROADSIDE SIGN EA 70.0000 350.00 0.000 0.00 09 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 325.00 0.000 0.00 10 RECONSTRUCT CHAIN LINK FENCE LF 12.0000 5,040.00 0.000 0.00 11 RECONSTRUCT METAL BEAM GUARD RAILING LF 9.0000 1,170.00 0.000 0.00 12 RESET MILEPOST MARKER EA 50.0000 50.00 0.000 0.00 13 RESET ROADSIDE SIGN (ONE POST) EA 154.0000 616.00 0.000 0.00 14 RELOCATE ROADSIDE SIGN-TWO POST EA 300.0000 300.00 0.000 0.00 15 ADJUST INLET TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 16 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 10,300.00 0.000 0.00 S) 17 REMOVE CONCRETE CY 50.0000 1,800.00 0.000 0.00 18 CAP INLET EA 900.0000 1,800.00 0.000 0.00 19 BRIDGE REMOVAL LS 710,000.0000 710,000.00 0.000 0.00 20 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.000 0.00 21 ROADWAY EXCAVATION CY 14.0000 40,040.00 0.000 0.00 22 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 2,200.00 0.000 0.00 F) PROGRAM CAS145 PAGE 2 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-103264 TIME 11:56 AM ESTIMATE NO. 06 BID OPENING 05/19/94 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/00 R.E. NAME: KHAZENI, EZAM DATE OF THIS ESTIMATE 08/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE EXCAVATION (TYPE A) CY 200.0000 716,000.00 0.000 0.00 F) 24 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 4,750.00 0.000 0.00 25 STRUCTURE BACKFILL (BRIDGE) CY 45.0000 62,550.00 0.000 0.00 F) 26 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 5,600.00 0.000 0.00 27 PERVIOUS BACKFILL MATERIAL (RETAINING CY 15.0000 150.00 0.000 0.00 WALL) 28 IMPORTED BORROW CY 15.0000 8,850.00 0.000 0.00 29 EROSION CONTROL (MULCH) CY 10.0000 1,200.00 0.000 0.00 30 CLASS 4 AGGREGATE SUBBASE CY 32.0000 29,120.00 0.000 0.00 31 CLASS 2 AGGREGATE BASE CY 33.0000 25,080.00 0.000 0.00 32 ASPHALT CONCRETE (TYPE B) TON 51.0000 77,520.00 0.000 0.00 33 FURNISH PP14 X 0.50 PILING (CLASS 70C) LF 18.0000 223,200.00 0.000 0.00 34 DRIVE PP14 X 0.50 PILE (CLASS 70C) EA 1,300.0000 403,000.00 0.000 0.00 S) 35 PRESTRESSING CAST-IN-PLACE CONCRETE LS 70,000.0000 70,000.00 0.000 0.00 S) 36 SEAL COURSE CONCRETE CY 110.0000 77,000.00 0.000 0.00 F) 37 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 142,500.00 0.000 0.00 F) 38 STRUCTURAL CONCRETE, BRIDGE CY 550.0000 2,359,500.00 0.000 0.00 F) 39 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 22,500.00 0.000 0.00 40 STRUCTURAL CONCRETE, APPROACH SLAB CY 280.0000 67,200.00 0.000 0.00 F) (TYPE N) 41 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 9,100.00 0.000 0.00 42 ARCHITECTURAL TREATMENT SQFT 5.0000 23,250.00 0.000 0.00 F) 43 PTFE BEARING EA 800.0000 13,600.00 0.000 0.00 S) 44 WATERSTOP LF 10.0000 70.00 0.000 0.00 45 JOINT SEAL ASSEMBLY (MR 3") LF 90.0000 15,300.00 0.000 0.00 S) 46 BAR REINFORCING STEEL (BRIDGE) LB 0.4700 521,700.00 0.000 0.00 SF) 47 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6500 2,047.50 0.000 0.00 48 ROADSIDE SIGN - ONE POST EA 150.0000 3,150.00 0.000 0.00 49 18" ALTERNATIVE PIPE CULVERT LF 100.0000 14,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-103264 TIME 11:56 AM ESTIMATE NO. 06 BID OPENING 05/19/94 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/00 R.E. NAME: KHAZENI, EZAM DATE OF THIS ESTIMATE 08/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 24" ALTERNATIVE PIPE CULVERT LF 105.0000 21,000.00 0.000 0.00 51 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 53.0000 70,490.00 0.000 0.00 52 ROCK SLOPE PROTECTION CY 53.0000 31,800.00 0.000 0.00 (1/4 TON, METHOD B) 53 ROCK SLOPE PROTECTION CY 53.0000 14,310.00 0.000 0.00 (BACKING NO. 1, METHOD B) 54 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,800.00 0.000 0.00 55 MINOR CONCRETE (MISCELLANEOUS CY 190.0000 38,000.00 0.000 0.00 CONSTRUCTION) 56 MISCELLANEOUS IRON AND STEEL LB 1.0000 1,160.00 0.000 0.00 S) 57 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 58,200.00 0.000 0.00 SF) 58 CONCRETE BARRIER (TYPE 26)(MODIFIED) LF 40.0000 48,000.00 0.000 0.00 F) 59 CABLE RAILING LF 10.0000 1,300.00 0.000 0.00 60 CABLE ANCHOR ASSEMBLY EA 400.0000 800.00 0.000 0.00 S) (BREAKAWAY, TYPE A) 61 TERMINAL SECTION (TYPE C) EA 120.0000 240.00 0.000 0.00 S) 62 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 950.00 0.000 0.00 S) 63 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 4,275.00 0.000 0.00 S) 64 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 880.00 0.000 0.00 S) 65 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 2,980.00 0.000 0.00 S) 66 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 2,250.00 0.000 0.00 S) 67 SIGNAL AND LIGHTING LS 55,000.0000 55,000.00 0.000 0.00 S) 68 LIGHTING (CITY) LS 9,700.0000 9,700.00 0.000 0.00 S) 69 INTERCONNECTION CONDUIT AND CONDUCTOR LS 22,300.0000 22,300.00 0.000 0.00 S) 70 COMMUNICATION CONDUIT LS 23,700.0000 23,700.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-103264 TIME 11:56 AM ESTIMATE NO. 06 BID OPENING 05/19/94 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/00 R.E. NAME: KHAZENI, EZAM DATE OF THIS ESTIMATE 08/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 0.00 ADJUSTMENT OF COMPENSATION 60,000.00 364,273.67 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 60,000.00 364,273.67 71 MOBILIZATION LS 697,000.0000 697,000.00 0.500 348,500.00 0.500 348,500.00 ORIGINAL CONTRACT AMOUNT 6,949,123.50 TOTAL WORK COMPLETED 408,500.00 712,773.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -348,500.00 -348,500.00 TOTAL 60,000.00 364,273.67 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 071 MOBILIZATION 694,912.35 697,000.00 2,087.65 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/27/97 660 07/13/94 07/13/94 04/21/00 79 0 0 0 100% 100% KHAZENI, EZAM RESIDENT ENGINEER PROGRAM CAS145 DATE 08/30/06